CN206476808U - A kind of drowned flow artificial wet land water level control system - Google Patents
A kind of drowned flow artificial wet land water level control system Download PDFInfo
- Publication number
- CN206476808U CN206476808U CN201720010967.7U CN201720010967U CN206476808U CN 206476808 U CN206476808 U CN 206476808U CN 201720010967 U CN201720010967 U CN 201720010967U CN 206476808 U CN206476808 U CN 206476808U
- Authority
- CN
- China
- Prior art keywords
- water level
- level control
- discharge bay
- catchment
- wet land
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 40
- 210000001513 Elbow Anatomy 0.000 claims abstract description 13
- 238000007599 discharging Methods 0.000 claims abstract description 9
- 239000010425 asbestos Substances 0.000 claims abstract description 4
- 239000004568 cement Substances 0.000 claims abstract description 4
- 229910052895 riebeckite Inorganic materials 0.000 claims abstract description 4
- 238000010276 construction Methods 0.000 description 3
- 239000000945 filler Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
Abstract
The utility model is related to a kind of drowned flow artificial wet land water level control system, including catchmenting, discharge bay, catchment, the bottom of one side wall of discharge bay is provided with collector pipe, collector pipe is connected with movable elbow, the other end of movable elbow is connected with outlet pipe, two walls of movable elbow at right angles, catchment, the top of other side walls of discharge bay is provided with discharging device, and collector pipe is fixed on by asbestos cement to catchment, in the side wall of discharge bay.The utility model can be constructed simple, low cost is easy to operate, and to parallel connection type artificial swamp, single pond can flexibly be controlled, and can replace emptier to water level continuous control.
Description
Technical field
The utility model is related to a kind of drowned flow artificial wet land water level control system, belongs to environmental resource technical field.
Background technology
Artificial swamp water inlet water level be held essentially constant, thus for water in bed body the stream in the form of plug-flow
It is dynamic, the water level in bed body must be controlled by.
For applying more subsurface flow wetland system at present, water level control has following several basic demands：
1st, when system receives design maximum flow, its water inlet end Yong Shui phenomenons can not occur to occur surface flow；
2nd, when system receives minimal design flow, what filler bed surface can not occur in water side floods phenomenon, to prevent occurring
Surface flow；
3rd, it is to be conducive to the depth of water surface submergence root system of plant in the growth of plant, bed should be uniform as much as possible.
Prior art in outlet pipe diverse location by installing valve come controlling water level, and major defect has：
1st, it is interrupted water level control, water level regulation is dumb；
2nd, control point is more, and installation valve is more, and cost is high；
3rd, construction, complex operation.
Utility model content
The utility model aims to solve the problem that above mentioned problem, and there is provided a kind of drowned flow artificial wet land water level control system, this reality
With the water level control system low cost in new, construction operation is easy, can continuity control water outlet water level.Base of the present utility model
Plinth scheme is as follows：
A kind of drowned flow artificial wet land water level control system, including catchment, discharge bay, catchment, discharge bay one side wall
Bottom is provided with collector pipe, and collector pipe is connected with movable elbow, and the other end of movable elbow is connected with outlet pipe, and the two of movable elbow
Individual wall at right angles, catchments, the top of other side walls of discharge bay is provided with discharging device, collector pipe is fixed on collection by asbestos cement
In water, the side wall of discharge bay.
On the basis of above-mentioned technical proposal, catchmenting, on discharge bay, the opposite side provided with collector pipe side wall is provided with water outlet
Device.
On the basis of above-mentioned technical proposal, collector pipe be located at catchment, discharge bay side wall 1/3 height at；Discharging device
Positioned at catchmenting, at 2/3 height of discharge bay side wall.
On the basis of above-mentioned technical proposal, catchment, the thickness of discharge bay side wall is 250mm, top side wall is provided with 100mm
The concrete of height, collector pipe is DN250PVC collector pipes, and outlet pipe is DN200PVC outlet pipes.
The utility model has the following advantages that：
1st, water level control is continuous, can be adjusted arbitrfary point in adjustable range, it is ensured that during design maximum flow, it enters
Yong Shui phenomenons can not occur in water end (W.E.)；During minimal design flow, what filler bed surface can not occur in water side floods phenomenon；To be conducive to
The depth of water surface submergence root system of plant should be uniform as much as possible in the growth of plant, bed.
2nd, the construction of the utility model water level control system is simple, and low cost is easy to operate.
3rd, to parallel connection type artificial swamp, single pond can flexibly be controlled, and can replace emptier.
Brief description of the drawings
Fig. 1 is the utility model structural representation.
Symbol description
1. catchment, discharge bay, 2. collector pipes, 3. movable elbows, 4. outlet pipes, 5. discharging devices.
Embodiment
The utility model is described in further detail with example below in conjunction with the accompanying drawings：
Embodiment 1
A kind of drowned flow artificial wet land water level control system, as shown in figure 1, water level control system is including catchmenting, discharge bay
1, catchment, the bottoms of 1 one side walls of discharge bay is provided with collector pipe 2, collector pipe 2 is connected with movable elbow 3, movable elbow 3 it is another
One end is connected with outlet pipe 4, and two walls of movable elbow 3 at right angles, catchment, the top of other side walls of discharge bay 1 is provided with out
Water installations 5, collector pipe 2 is fixed on by asbestos cement to catchment, in the side wall of discharge bay 1.
Embodiment 2
On the basis of embodiment 1, as shown in figure 1, the opposite side provided with the side wall of collector pipe 2 is set catchmenting, on discharge bay 1
There is discharging device 5；Collector pipe 2 be located at catchment, the side wall of discharge bay 1 1/3 height at；Discharging device 5 be located at catchment, discharge bay 1
At 2/3 height of side wall；Catchment, the thickness of the side wall of discharge bay 1 is 250mm, top side wall is provided with the concrete of 100mm height,
Collector pipe 2 is DN250PVC collector pipes, and outlet pipe 4 is DN200PVC outlet pipes.
The utility model is illustrated by way of example above, but the utility model is not limited to above-mentioned specific implementation
Example, all any change done based on the utility model or modification belong to the claimed scope of the utility model.
Claims (6)
1. a kind of drowned flow artificial wet land water level control system, it is characterised in that water level control system is including catchmenting, discharge bay,
Catchment, the bottom of one side wall of discharge bay is provided with collector pipe, collector pipe is connected with movable elbow, and the other end of movable elbow is with going out
Water pipe is connected, and two walls of movable elbow at right angles, catchment, the top of other side walls of discharge bay is provided with discharging device, catchmented
Pipe is fixed on by asbestos cement to catchment, in the side wall of discharge bay.
2. a kind of drowned flow artificial wet land water level control system according to claim 1, it is characterised in that catchmenting, going out
Opposite side of the pond provided with collector pipe side wall is provided with discharging device.
3. a kind of drowned flow artificial wet land water level control system according to claim 1, it is characterised in that collector pipe is located at
Catchment, discharge bay side wall 1/3 height at.
4. a kind of drowned flow artificial wet land water level control system according to claim 1, it is characterised in that discharging device position
In catchmenting, at 2/3 height of discharge bay side wall.
5. a kind of drowned flow artificial wet land water level control system according to claim 1, it is characterised in that catchment, water outlet
Chi Cebi thickness is 250mm, and top side wall is provided with the concrete of 100mm height.
6. a kind of drowned flow artificial wet land water level control system according to claim 1, it is characterised in that collector pipe is
DN250PVC collector pipes, outlet pipe is DN200PVC outlet pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720010967.7U CN206476808U (en) | 2017-01-05 | 2017-01-05 | A kind of drowned flow artificial wet land water level control system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720010967.7U CN206476808U (en) | 2017-01-05 | 2017-01-05 | A kind of drowned flow artificial wet land water level control system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206476808U true CN206476808U (en) | 2017-09-08 |
Family
ID=59750742
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720010967.7U Active CN206476808U (en) | 2017-01-05 | 2017-01-05 | A kind of drowned flow artificial wet land water level control system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206476808U (en) |
-
2017
- 2017-01-05 CN CN201720010967.7U patent/CN206476808U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105155651A (en) | Negative pressure drainage system and drainage method | |
| CN104418433B (en) | High efficiency composition artificial wetland sewage water treatment method | |
| CN203188189U (en) | Intelligent solar-powered automatic paddy field water level control gate | |
| CN206476808U (en) | A kind of drowned flow artificial wet land water level control system | |
| CN203755229U (en) | Water flow circulating multifunctional experimental system | |
| CN1774994A (en) | Sprinkling micro irrigation unit designing method based on variable frequency constant pressure coutrol | |
| CN107290186A (en) | A kind of intelligent porosity levels part flow arrangement | |
| CN204511793U (en) | A kind of low water head energy collecting device | |
| CN202166899U (en) | Tower kettle liquid level control device | |
| CN203855454U (en) | Novel wetland punching and water distribution pipe | |
| CN207279600U (en) | High-pressure heater draining system | |
| CN207610199U (en) | Drain tank water level balanee device | |
| CN209630659U (en) | A kind of traditional Chinese medicine extraction concentrator water circulation cooling device | |
| CN203639233U (en) | Anaerobic water distributor | |
| CN203060897U (en) | Mixed liquor multi-inlet cyclone separator | |
| CN101066806A (en) | Artificial wetland effluent collector | |
| CN106228889B (en) | Experimental technique based on the routed water experiment porch of mine earth's surface raceway groove flowing water | |
| CN205193044U (en) | High precision becomes sloping basin testing system | |
| CN101818513B (en) | Novel non-negative pressure water supply equipment | |
| CN201855585U (en) | Liquid level controlling system for rectifying column | |
| CN203971734U (en) | A kind of desulfurizing tower spill box | |
| CN207404935U (en) | A kind of anaerobic water distributor | |
| CN204265525U (en) | Autompulse grille well | |
| CN201524519U (en) | Underflow three-position distribution device of desulfurized gypsum cyclone | |
| CN203866096U (en) | Sewage treatment unit and sewage treatment device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |